7917 i
DESIGN
GROUf INC $
LANDSCAPE ARCHITECTURAL PLANS FOR ,
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CITY OF ENCINITAS LO
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E... TRY MONt MENTATION
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GENERAL CONDITIONS SHORT FORM U .-
1. PROTECTION OF LIFE AND PROPERTY cc
Contractor shalt protect all construction and landscaping from damage and when
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required, provide wards or covering. An damage shall be repaired or replaced at
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the Contractor's expense. Contractors on the job shall carry the following
Insurance: (a)Worker's Compensation, (b) Public Comprehensive General Liability, and
(c) Property Damage. In an emergency threatening the safety of life, work or adjoining ENCINITAS , CALIFORNIA
property, the Contractor is hereby instructed to act at his discretion to prevent such
loss or injury and shall maintain the following minimum liability insurance coverage
during the contract period.
COVERAGE
Bodily Injury 8250,000 per Individual, per Occurrence
Property Damage $100,000 per Occurrence, aggregate
2. The Contractor shalt cause to be named as additional insured in such Contractor's PLANS PREPARED R 1�Y .
Public Liability, Contractor's Protective Liability and Automobile Liability Insurance
policies the following: (a) Caritas Development, 5600 Avenida Encinas, Suite 100,
Carlsbad, CA, 92008, b) Gillespie Design Group Inc., 8910
University Center Lane, Suite 580, San Diego, CA 92122
3. Contractor shall not cause this policy to be canceled or permit it to lapse, and the G(I�LLE S P I E DESIGN GROUP
insurance polio shall include a clause to c the effect that the policy shall not, any 8 9 1 0 UNIVERSITY CENTER LANE ,
time during the construction period, be canceled or reduced, restricted or limited until
fifteen O5) days after all additional insureds have received written notice as
evidenced by returned receipts of registered or certified letters. SUITE 5 8 0
4. The Contractor agrees to hold the Owner and Landscape Architect harmless from AN DIEGO C A 1
any claims arising out of his operations of any of his I
subcontractors, material supplies, or agents.
. All local, municipal n tat laws rule and regulations governing or relating to an
5 a , and a rules PH . 619 - 558 - 8977
P 9 9 9 9 Y
portion of this work are hereby incorporated into and made a part of these P FAX . : 619 558 —
9188 H
s ecifications and their provisions shall be carried out by the contractor. W
6. T h e contractor shall verify th e locations o f all existing u tiliti es structures, and
services before commencing work. The locations of utilize structures and services
9
shown in these plans are approximate only. Any discrepancies between these
tan and actual field conditions shall be reported to the owner or landscape
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architect.
PLANS PREPARED OR .
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7. The contractor shall protect all existing utilities and features to remain on, and
adjacent to, the project site during construction. Contractor shall repair, at his own
expense, all damage resulting from his operations or negligence.
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8. The contractor shalt obtain the pertinent engineering and/or architectural plans C A R LT A S DEVELOPMENT
before beginning work. F— t
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9. Permits for any construction depicted in be by the F--I
contractor. n these pans s e o 5600 A V E N I D A E N C I N A S , SUITE 100 od
10. Contractor shall have a valid contractors license required for the particular work
being done. Contractor shall not allow the license(s) to lapse during the contract Crf Y Or CARLSBAD C A R L S B A D , CA 92008
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period. r+—I
S SITE PH . : 619 - 431 - 5600
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SHEET INDEX : o
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KEW TITLE SHEET 1
ENCNNTA8 REVISIONS
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CONSTRUCTION PLAN 2
ENCINRA4 m�Lo IRRIGATION PLAN 3
U IRRIGATION NOTES 4
AND DETAILS DRAWN
CARDIFF PLANTING PLAN 5 APPROVED
JOB NO. 96-12
�. PLANTING NOTES 6 DATE
SCALE
AND DETAILS
VICINITY MAP NORTH
SHEET ] OF 6
C AP?OJEC?SVJOB NO vISHEE T
1, 1„
GILLESPIE
CHAMFER TOP @ 45 ANGLE
DESIGN
=N
;n 8X8X16 CMU BLOCK - GROUT
GROUPINC ,f
FILL ALL CELLS. _
C° I! 1/8" SQ. CHANNEL STUCCO SCREED
LANDSCAPE
q CD #4 REBAR HORIZ. CONT.
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— #4 REBAR @ 24'`O.C.
- -
- STUCCO FINISH
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CONCRETE FOOTING x co
LEUCADIA BOULEVARD ,�
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24"
ENTRY MONUMENT WALL DETAIL
- - _ _ A SECTION " A-A' NTS
EXISTING
I PEDESTRIAN
I RAMP
S 8" PVC SEWER � _ -
I WASHER AND NUT
v I� (SAME SIZE AS BOLT) a
li 1/8" THICK PLATE Q
' 1 2 1/4" THICK BOLT,- DRILLED AND TAPPED
I
INTO SIGN LETTER DRILLED INTO WALL
RW 8„ PVC R/W w 1
I BRASS SIGNAGE
EASEMENT 7'ro,
PER DOC
TYt'• I -
DATED 1 STUCCO FINISH E-
1 w 0
w 12" PVC WATER U
MASONRY WALL-FOR DETAIL SEA
ENTRY MONUMENT WALL DETAIL
!� N SECTION A-A'
6� \ FINISH GRADE
A
STUCCO COLORS AND FINISHES
CIO ct
1. 4 BANDS, SAME COLOR - EXPO STUCCO # 388, +z'
20/30 GRIT, MEDIUM SAND FINISH
2. BACKGROUND, COLOR - EXPO STUCCO #388 � EXISTING
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EL' FINISH -
SMOOTH TROWEL -- - - - h CURB INLET c ci
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--` RLETTER MOUNTING DETAIL o
3. WAVE - COLOR EXPO STUCC01#2058-3/4 , 20/30 GRIT, EXISTING DOUBLE 12 ' PVC -
SAND FINISH G'-�"� '� LJ >,.
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4. SAND - COLOR EXPO STUCCO #461 3/4, 1,6/20 GRIT,
HEAVY TROWEL FINISH
Q' Z O1 2X4 REDWOOD HEADER (CONSTR. GRADE) ~� -
E USE (2) 1X4 REDWOOD HEADER FOR r
CURVED EDGES-SEE PLAN O�
FINISH GRADE 1° FOR LAWN AREAS
J\ W O3 FINISH GRADE 2" FOR GROUNDCOVER AREAS
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� i ® (2) 8d GALV. NAILS PER-STAKE REVISIONS
�r1 O5 1X2X12 REDWOOD STAKE AT 8' O.C.
8'-0" g'_p" W� o
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6'-8" 6'-11„ W �
9 2-3 - 21-711
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DRAWN
--)r. -c- '°' ,3'F^l - - .t •rr. r m _ _ — I h 4 APPROVED
JOB NO. 9C3-]2
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- - DATE 'I
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ELEVATION NTS
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IRRIGATION LEGEND
I GILL13SPIE
SYMBOL MANUFACTURER DESCRIPTION MODEL NO. GPM RAD PSI DESIGN
® RAINBIRD POP-UP TURF HEAD 1804-SAM-I2F-PCS 2.6 12' 30
CD RAINBIRD POP-UPTURFHEAD 1804-SAM-I2H-PCS ; 1 .3 12' 30 GROUP
0 RAINBIRD POP-UP TURF HEAD 1804-SAM-12Q-PCS 0.65 12' 30-
IN RAINBIRD POP-UP TURF HEAD . 1804-SAM-I5EST-PCS 0.61 4' X15' 30
RAINBIRD POP-UPTURFHEAD 1804-SAM-I5SST-PCS 1 .21 4' X15' 30
L RAINBIRD POP-UP SHRUB HEAD 1812-SAM-PRS-8H-FLT-PCS 1 .21 8' 30
RAINBIRD POP-UP SHRUB HEAD 1812-SAM-PRS-8Q-FLT-PCS 0.65 8' 30
V RAINBIRD .. POP-UP STREAM SPRAY 1806-SAM-PRS-5H-B PCS 1 5' - 36
T RAINBIRD BUBBLER 1402 0.5
RAINBIRD REMOTE CONTROL VALVE, EFB-CP-PRS-B,SIZE PER PLAN, PLACE IN
CARSON VALVE BOX WITH OVER THE RIM COVER,HEAT BRAND LID WITH
APPROPRIATE VALVE NUMBER ww
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LATERAL LINE-ALERTUNE SCH 40 PVC,SIZED PER PLAN,BURIED MIN. 12" DEEP c
MAINLINE-ALERT LINE SCH40 PVC, SIZED PER PLAN,BURIED MIN. 18"DEEP cn cc
7"f SLEEVING-SCH 40 PVC(TWICE SIZE OF WORKING PIPE),CURB SHALL BE CHISELED w
AS APPROVED BY CITY TO PERMANENTLY MARK LOCATIONS _ Z
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VALVE SEQUENCE
AX.GPM DEMAND Z Lo
LEUCADIA BOULEVARD 41VALVE SIZE r4 U
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VALVE MANIFOLD SHALL TIE INTO
EXISTING 2-1/2" MAINLINE LOCATED �
BEHIND WALK. THE EXISTING
P.O.C. IS A 2" WATER METER ON THE Z
N.W. CORNER OF EL CAMINO REAL r.
AND TOWN CENTER DRIVE. VALVE r 1
CONTROL WIRE SHALL BE EXISTING
EXTRA BLACK WIRES FROM EXISTIG
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CONTROLLER 'A'. EXISTING CONTROLLER - U
FFF---�11 'A' IS A ETI-32-M (32) STATION (�]
CONTROLLER OF WHICH (30) STATIONS ^ CIO
- -- - �' EXISTING ARE ALREADY USED, UP SIZE TO ET 40-M «3
-- --- — — __ CURB INLET (40) STATION CONTROLLER. F�"I
v EXISTING CONTROLLER W IS LOCATED
EXISTING DOUBL 12" PVC I ® crs
BEHIND THE ENTRY MONUMENT ON U
W 1 THE N.W. CORNER OF EL CAMINO REAL
AND TOWN CENTER DRIVE.
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� Q i I W REVISIONS
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1 0
DRAWN
APPROVED
JOB NO. 96-12
DATE
SCALE /gn = 11-011-
SHEET 3 OF 6
I
o SATURATE AND COMPACT IRRIGATION NOTES
G ILLESPIE
BACKFILL TO 90%
O FINISH SURFACE O1 30-INCH LINEAR LENGTH OF DESIGN
3 NON-PRESSURE LATERAL LINE WIRE, COILED
WATER PROOF CONNECTION 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING '
O PRESSURE MAIN LINE l`z 3 a 5 (1 OF z) AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND
AND DETAILS FOR
(D DIRECT BURIAL, LOW VOLTAGE 6 ® ID TAG EQUIPMENT AND INSTALLATION.
CONTROL WIRES, BUNDLE O REMOTE CONTROL VALVE:
AT 10 FT. O.C. SEE LEGEND 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND
1 z 3" MIN. 7 VALVE BOX WITH COVER: RUBBISH INCIDENTAL TO WORK OF THIS SECTION.
12-INCH SIZE
8 O6 FINISH GRADE/TOP OF MULCH 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80.
a VIII I I I 11 O7 PVC SCH 80 NIPPLE (CLOSE) ARCH LANDSCAPE r
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B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40.
wo iv I=I — O8 PVC SCH 40 ELL
10 OPVC SCH 80 NIPPLE 4. A. ALL WIRE SHALL BE ANG-UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL
BE
(LENGTH AS REQUIRED)
• �- 3 10 BRICK (1 OF 4) MADE WITH PEN-TITE CONNECTORS OR EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A
r 11 PVC MAINLINE PIPE SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE
4 12 SCH 80 NIPPLE (2-INCH p
® 5 LENGTH, HIDDEN) AND B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE.
SCH 40 ELL Lo
16 15 14 13 12 11 13 PVC SCH 40 TEE OR ELL 5. BACK FLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION
PLAN. �a
14 PVC SCH 40 MALE ADAPTER
NOTE: INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS AND
SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS 15 PVC LATERAL PIPE MANUFACTURER SPECIFICATIONS. pa co Go
183.0-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW
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FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. ko
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7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS TWELVE (12)
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A TRENCHING NTS D REMOTE CONTROL VALVE Nrs
INCHES DEEP. TRENCH BACKFIELD SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE a, cc
OR EQUIPMENT. IN THE EVENT OF BACK FILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED C°
REPAIRS AT HIS OWN COST. En
8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN VALVE
" MIN. CLEARANCE BOXES, ONE VALVE PER BOX WITH FOUR (4) INCHES OF PEA GRAVEL BENEATH THE VALVE. BALL
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(D PAVING
CLEAN BACKFILL VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. a°'o
SLEEVES 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER
/� 4 PVC CAP
O (TYPICAL) 1 OF SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS.
10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE INDICATED ON
z IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAIN LINE. 120
4 3 18" MIN. - O1 FINISH GRADE/TOP OF MULCH -
�z POP-UP SPRAY SPRINKLER VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER.
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:TMIN. TO O3 PVC SCH 80 NIPPLE
FINISH RADE (LENGTH AS REQUIRED) 11. PRIOR TO BACK FILLING IRRIGATION TRENCHES:
O4 PVC SCH 40 ELL
PVC SCH 40 STREET ELL A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A W
3 O6 PVC SCH 40 TEE OR ELL PERIOD OF FOUR HOURS, ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING
E-1
z8" MIIN. UNDER WALKS
S q O PVC LATERAL PIPE PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. 0
36" MIN. UNDER STREETS
B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. Z
C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS
4
3 BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER/OWNER'S AUTHORIZED Z
NOTES: REPRESENTATIVE.
1. ALL PVC IRRIGATION SLEEVES BE SCH. PIPE.
- 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. �A
3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE 5 3 5 6 7 �4
TO 24—INCHES MINIMUM ABOVE FINISH GRADE.
4. MECHANICALLY TAMP TO 95% PROCTOR. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND
TO KEEP
I _
SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES.
B SLEEVING NTS E 6"/ 12" POP — UP SPRAY SPRINKLER NTS 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR,
IN THE PRESENCE OF THE
BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER
AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR
SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES
OF COVERAGE AT HIS OWN COST.
14. FOR HOMEOWNER ASSOCIATION AREA, THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE <
"AS BUILT" DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. •0
Oi ROUND GREEN PLASTIC VALVE THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION.
I BOX, AMATEK OR EQUAL
O FINISH GRADE O1 INDEPENDENT STATION COMPUTER 15, FOR HOMEOWNER ASSOCIATION AREA, A REDUCED IRRIGATION PLAN INDICATING ALL
SYSTEMS AND
CONTROLLER: SEE LEGEND
Q BALL VALVE THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE
O4 INTEGRAL UNIONS 1 O2 PEDESTAL KIT: SEE LEGEND
Q Pvc SCH. aa, 45' ELL (TYP) COVER OF THE IRRIGATION CONTROLLERS.
O (�3 CONCRETE PAD: 6-INCH
PVC PRESSURE MAINLINE MINIMUM THICKNESS 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS
AND SHALL
i 6
PIPE (SEE SPECS.) O FINISH GRADE WATER ON A DAILY BASIS.
O7 1 CU. FT. PEA GRAVEL 0 0
2 O WIRES VLVES REMOTE CONTROL 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS
0
OS 2X4 REDWOOD OR BRICK �-i
1 BLOCKING O 3-INCH PVC SCH 40 CONDUIT, M H
DEPTH-SEE SPECIFICATIONS 2 FITTINGS AND SWEEP ELL IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL
ACCEPTANCE BY THE F1
—III— L —I I I O 1-INCH PVC SCH 40 CONDUIT OWNER.
"'—"'—"' 3 — POWER ER SUPPLY WEEP ELL f0 18. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING
INSPECTION
4 s � 1.4
O DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON THIS DRAWING. i J
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REVISIONS
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j C BALL VALVE NTS F PEDESTAL MOUNT CONTROLLER NTS
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DRAWN
APPROVED
4.
JOB NO. 96-12
DATE
SCALE
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SHEET 4. OF
' owaectsaoo-xo.uz�r
GILLEspit!
PLANTING LEGEND DESIGN
SYMBOL BOTANICAL NAME COMMON NAME SIZE OTY
GROUP
TREES
OPINUS TORREYANA TORREY PINE 36" BOX _ 1
Qk QUERCUSAGRIFOLIA COAST LIVE OAK 36" BOX ` 2
SHRUBS LANDSCAPt
ARCHITECTUkE
OO BOUGAINVILLEA'CRIMSON JEWEL' BOUGAINVILLEA 15 GAL. 5
LIGUSTRUMJAPONICUM WAX-LEAF PRIVET 15 GAL. 26
ON NANDINA DOMESTICA'COMPACTA' DWARF HEAVENLY BAMBOC 1 GAL. 82
SEASONAL COLOR
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TURF
SOD MARATHON DWARF FESCUE �
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LEUCADIA BOULEVARD t
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EXISTING
N
N PEDESTRIAN .
RAMP
S 8" PVC SEWER N N
� N
U N N . • .
9 N N
8" PVC R/W W N N
N N
N N
Nt
w 12" PVC WATER N i'.• �
N 1
N
— — — - N N
N
--- -- N ( EXISTING
CURB INLET
EXI ING DOUBLE 12" PVC cd
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ANN O
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Of N N w
p N N 'I REVISIONS
3 p N N
uN
ISa DRAWN
APPROVED
JOB NO. 96-12
ti --
DATE
SCALE _1WO
SHEET 5 OF 6
PLANTING NOTES GILLEJSPIE
1. A. THE PLANTING PLAN IS DIAGRAMMATIC, ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE DESIGN
O1 2" DIA. X 10' LODGEPOLE PINE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. GROUP STAKE (2 REQ'D)
�2 1X2" WOOD BRACE B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE
O 1 O VINYL TREE TIE (2 REQ'D) CONTRACTOR ONLY.
O 24" MIN.
2 O SEE TREE PLANTING DETAIL C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN
QUANTITIES AND
SYMBOLS SHOWN. . . '
�
5 O 12" MIN.
3 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER ARCMUTTURE
O TREE TRUNK MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR
O8 ROOTBALL IRRIGATION WORK, WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE
PROCEEDING WITH WORK.
3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE o
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0 -- LANDSCAPE ARCHITECT BEFORE BEGINNING WORK.
-' 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE rg
�
� ( THOROUGHLY SOAKED
— -- - 7 a W W CO
S. ALL AREAS TO BE PLANTED WHICH HAVE A SLOPE OF LESS THAN 10/ SHALL BE CROSS-RIPPED TO A DEPTH OF SIX •-+co
-i 3 (61 INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE
I
—I I -- - 8 FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): L
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O 2 1 A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS
PLAN VIEW B. 100 POUNDS AGRICULTURAL GYPSUM C> � cc
C. 15 POUNDS IRON SULPHATE A CO
A
DOUBLE STAKING DETAIL NTS D. 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER
6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS:
0
ROOTED CUTTING/4" POT - (1) 5 GRAM
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1 GAL. CONTAINER - (1) 21 GRAM
Ut ROOTBALL 5 GAL. CONTAINER - (3) 21 GRAM
O2 CROWN-1° ABOVE FINISH GRADE
O FINISH GRADE 7. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME.
O4 FINISH GRADE AT SLOPE 8. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER.
O5 2 X ROOTBALL DIA. AND DEPTH 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND, FIVE GALLON PLANTS AND LARGER SHALL HAVE
BEEN GROWN IN i4
CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. PLANTS SHALL EXHIBIT HEALTHY
O6 BACKFILL MIX (SEE NOTES) GROWTH AND BE FREE OF DISEASES AND PESTS, E Y)
O7 PLANT TABLETS (SEE NOTES) 10. A. STAKE ALL TREES PER DETAIL. W .W
O8 SEE PAVING DETAILS B. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV. NAILS AND GREEN
A E"4
O9 TOP OF PAVING NURSERY TAPE 0
2 10 4" HIGH WATERING BASIN (IF REQ'D) C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH
ON ALL TREES, Z
9 10 1 11 UNDISTURBED NATIVE SOIL z
3 11. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. t•--I Q
4 12, SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO E Z
WITHIN 12" OF MAIN PLANT STEM. Z
8 13. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND a
2 WALLS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER.
- - 14. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, AND WALKWAYS IN ALL AREAS. WHERE a
f II I O SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOW THE TOP.
15. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH,
6 = AND TOOLS.
4 16, LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION.
ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED FREE.
11
17. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER Pi
•
AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE H
O FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD
WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE
DB TREE/SHRUB PLANTING DETAIL NTS MAINTENANCE PERIOD. a
THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: 00
W a
01 2" A. DAILY WATERING OF ALL PLANT MATERIAL. m
(D-] 2 3 4 O2 PREPARED SOIL B. WEEKLY MOWING OF ALL TURF AREAS. 4
C. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. F.
3O PLANT TABLET D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. O
U
4 _ O FINISH GRADE E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER.
>~
- O5 EQUAL(X)-SEE PLANT F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM.
SCHEDULE FOR ON
17-71 I � II G. FILLING AND RECOMPACTION OF ERODED AREAS.
I I i - CENTER SPACING W-,
CONCRETE MOW STRIP OR H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS.
i I HARDSCAPE IMPROVEMENT I. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF
5 LBS.
SECTION AS INDICATED ON PLAN PER 1,000 SQUARE FEET.
6 (�7 CONCRETE CURB OR J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER
COMPANY REVisioxs
HARDSCAPE IMPROVEMENT
7 AS INDICATED ON PLAN 16-6-8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS
AND
O8 EQUAL 1/2(X) PLANTING AREAS.
18. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A
55 FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE
PERIOD.
19. A. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD DRAWN
OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL APPROVED
BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90) DAYS AFTER
COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE JOB NO. 9B-12
O O CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER DATE
COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. SCALE
B. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT,
Q SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE
PLAN REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR
SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS
C R 0 U N D C OV E R PLANTING DETAIL NTS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE.
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